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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-Finance VAYALIPARAMBIL HOUSE OORAKKADU EDATHALA P O 683561 | EDATHALA | ERNAKULAM | KERALA | 683561 | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | VAYALIL CONSTRUCTIONS L1 | ADHILKAHAN L2 |
|---|---|---|---|---|---|
| 1.00Scarifying and Concreting | |||||
| 1.00 | OD28017/2026-2027:Preparation of Foundation for Embankment Scarifying Existing fully and severely damaged Concreting Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead up to 1000 m as per Technical Specification Clause 301.4. | 179.2 | sqm | 17.99 ₹3,223.81 Lowest | 18 ₹3,225.6 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 26.88 | cum | 10,750.96 ₹2,88,985.8 Lowest | 10,753.9 ₹2,89,064.83 |
| 2.00Scarifying and retarring | |||||
| 2.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 32.66 | sqm | 351.72 ₹11,485.42 Lowest | 351.81 ₹11,488.36 |
| 2.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 22.86 | sqm | 456.51 ₹10,437.64 Lowest | 456.63 ₹10,440.39 |
| 2.00 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 690 | sqm | 15.75 ₹10,867.5 Lowest | 15.75 ₹10,867.5 Lowest |
| 2.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 690 | sqm | 331.06 ₹2,28,431.4 Lowest | 331.16 ₹2,28,500.4 |
| 3.00NAME BOARD(Granite) | |||||
| 3.00 | OD27989/2026-2027:Supplying and fixing granite board of size 75 x 60 cm size installed in appropriate place visible to public made of brick wall granite plague should be inserted and engraving letters etc. complete as per direction of e-i-c (MoRD) | 1 | each | 5,724.96 ₹5,724.96 | 5,721.52 ₹5,721.52 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,712
Closing Date
16 Jul 2026, 5:00 pmClosed
AE
AE PKML
Nellikunnu Vadakkumpuram Road Maintenance
2026_LSGD_859587_1
TEN 02(106) AE/LSGD/PKML/26-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Pazhayakunnummel gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,712
Yes
21 Jul 2026
7 Jul 2026
18 Jul 2026
7 Jul 2026
16 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Scarifying and Concreting | |||||
| 1.001 | OD28017/2026-2027:Preparation of Foundation for Embankment Scarifying Existing fully and severely damaged Concreting Surface to a Depth of 150 mm by Mechanical Means and disposal of scarified material with a lift upto 3 m and lead up to 1000 m as per Technical Specification Clause 301.4. | 1 | sqm | - | - |
| 1.002 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 2Scarifying and retarring | |||||
| 2.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 2.002 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - |
| 2.003 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 2.004 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 3NAME BOARD(Granite) | |||||
| 3.001 | OD27989/2026-2027:Supplying and fixing granite board of size 75 x 60 cm size installed in appropriate place visible to public made of brick wall granite plague should be inserted and engraving letters etc. complete as per direction of e-i-c (MoRD) | - | each | - | - |
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